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PRECAST NEADER(MM) <br />2 X 4 (MIN 2 X 3) 1.3/I6 TAPCON <br />OR DRIVE PM (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 11149 <br />8' FROM EACH END AND IB' 3' <br />Of. MAX MIN 1-1/4' EMBEDMENT .. w <br />2 X 6 MIN 2 X 3) 2-3/16 TAPCON 2z <br />OR DRIVE PM (MIN SHANK SUE.149 1- <br />MIN 14EAD SIZE 300 <br />MM EMBEDMENT 1 I/4'J <br />8' FROM EACH END AND IB' <br />OL. MAX. MIN I-1/4' EMBEDMENT <br />2 X 8 (MIN 2 X 3) 2.3/I6 TAPCON <br />OR DRIVE PIN (MIN SHA K SIZEJ49 <br />MIN HEAD SIZE 300 <br />2X4 SOLID BLOCKING <br />MIN EMBEDMENT 1 1/4') <br />SEA TO SHEATHING W/ <br />e' FROM EACH END AND IS' <br />MIN. 2-lid PER SLK EA. END <br />OL. MAX. MIN 1-1/4' EMBEDMENT <br />l/16' OSB SHEATHING <br />CMU WALL <br />ARCHWAY DETAIL <br />1 16" AND UNDER <br />SCALE: I/2'•I'-0' <br />DBL. TOP PLATE <br />2X4 I6. OL. MAX. <br />SECURE 2X4 TO <br />WOOD W/1-I2d 6'-B' <br />OC, STAGGERED <br />SECURE 2X4 W/ 2.)W <br />TAPCONS OR DRIVE <br />PM (MIN SHANK SIZE <br />J45 MIN. HEAD SIZE <br />300 MIN <br />E S' EDA.EErNdoT INy'OT O <br />ARCHWAY <br />EXCEED IS' O.C. <br />MAX <br />2X4 SOLID <br />ET.PLATE <br />BLOCKING SECURE <br />1/2'PLYWOOD- <br />TO &ffATHMG WITH <br />OR TAG' OSV. <br />MIN. 2-I2d PER ELK <br />EA. END <br />3 'XTERIOR ARCHWAY <br />SCALE: IRE'• I' -0' <br />0 l,W OSB. OR iIy PLYLLOOD SHEATHING <br />(D -0 SLOG FELT <br />O 24WIDE 26 GA. GALVANIZED METAL <br />FLASHING <br />O MIST ADD DBTO, 36' WIDE AND <br />AND MIST BE A MIN 24' WIDE METAL. <br />O5 FIBERGLASS SHINGLES <br />TRJBB <br />91MP8C <br />I/2' CLG. BOARD 4 TEXT. <br />SP4 <br />SIMPSON 9P4 <br />2X4 DBL. TOP PLATE <br />EVERY <br />s EVERY <br />1/2' DRYWALL <br />OTHER <br />OTHER STUD <br />2X4 WOOD STUDS s16' OC„ <br />STIm <br />UNO. ON TRUSS PLAN <br />2X4 CONT. STRESS <br />BLOCKING MID -WALL <br />7X4 PT. PLATE <br />SIMPS d S1-4 s <br />32' OC. MAX <br />1/2'XS' AS. 32' OC. <br />SLAB <br />z s'. coNr. <br />1—STORY <br />6 INT. BEARING WALL <br />SCALE: I/2'• I'-0' <br />NOTE: FOR WALLS WNO UPLIFT OR <br />HAS FLOOR LOAD ONLY, DO NOT <br />INSTALL CONNECTORS. <br />DBL. TOP PLATE <br />2X4 16' OL. MAX <br />SECURE 2X4 W/ 2-V <br />TAPCONB OR DRIVE PM <br />(MIN. SHANK SIZE AS MIN <br />HEAD SIZE 300 MIN. <br />EMBEDMENT I V WAN S' <br />EA. END NOT TO EXCEED <br />10' OC. MAX <br />2X4 SOUK <br />BLOCKING SECLM <br />TO BREATHING WITH <br />MIN 2-I2d PER BLK <br />EA END <br />EXTERIOR ARCHWAY <br />PRECAST HEADEWMIN) <br />2 X 4 MIN 2 X 3) I-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK SIZEAS <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />B' FROM EACH ENO AND IS- <br />OC. MAX MIN 1- 1/4' EMBEDMENT <br />2 X 6 MIN 2 X 3) 2-3Ab TAPCON <br />OR DRIVE PM MRK IN SHASIZE145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') <br />8' FROM EACH END AN 10' <br />OC MAX MIN -I/4' EMBEDMENTX <br />8 MIN 2 X 3) 2-3/I6 TAPCON <br />OR DRIVE PIN MIN SWANK 51M.149 <br />MIN HEAD SIZE 300 <br />1/16. COS SHEATHING <br />IN EMBEDMENT 1 1/4') <br />M— <br />2X4 I6' OL. MAX. <br />8' FROM EACH END AND S' <br />MA OVER 16' IN HEIGHT.) <br />D.C. MAX. MIN I-I14' EMBEDMENT <br />2X4 SOLID BLOCKING <br />SECURE TO SHEATHING W/ <br />MIN. 2-I2d PER BLK. EA END <br />ARCHWAY DETAIL <br />4 16 AND UP <br />SCALE: 1/2'=I'-O' <br />rr-1CLOSED VALLEY FLASHING DETAIL <br />DOUBLE TOP PLATE <br />2x4 CONTNNOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS s I6' OL. MAX, <br />Un <br />j' T 1 G SUSFLOOR GLUED <br />AND 81-PMWED AS PER <br />FASTENER SCHEDULE <br />15t FLOOR STUDS TO <br />2ND FLOOR STUDS <br />SIMPSON META-36 s 32' <br />OL. MAX <br />VFRE-ENG FLOOR TRUSS <br />DOUBLE TOP PLATE <br />2x4 CONTNNOUS STRESS <br />BLOCKING MID WALL <br />2.4 STUDS s IS' O.G. MAX, <br />UIOIIL <br />IRE' GYP. ILL. BD, <br />SECURE BT. PLATE TO SLAB <br />W/ I'x8' ANCHOR BOLT W/ Y <br />WASHER SET IN SIMP60N <br />HIGH STRENGTH EPDXY 7EMBED. MIN <br />• BIMPSCN S1-4 s 32' O.C. MAX <br />r;11NT. 2-STORY L.B.W. <br />SCALE: I/I'•1'-0' <br />PRE-ENG TRUSSES OR <br />CONY, FRAMED RAFTERS <br />OSB. SHEATHING OR <br />CDX PLYWOOD SECURED <br />PER FASTENER SCHEDULE <br />2x4 BLOCKING UNDER <br />WALL STUDS SCURE <br />BETWEEN TRUSS BAYS W/ <br />(3) 12d'e EACH END <br />2x DOUBLE TOP PLATE <br />STUDS • I6. OG. <br />MTS-12 • EVER STUD <br />2X4 ST. PLATE <br />DORMER <br />8 ATTACHMENT <br />SCALE, 1/2'•1'-0' <br />DBL. TOP PLATE <br />SECURE 2 X RIP TO FIT <br />W/2-12dS 6--0. OL. MAX. <br />1/8' TEXTURED FINISH <br />T/I6' OSB BFEATHMG <br />2 X 4 16. Or- MAX <br />(WEN OVER 16' IN HIEGHTJ <br />2 X 4 (WHEN OVER 16' IN 141EG4TJ <br />1/4'TEMPERED MASONRE <br />GLUE 1 NAIL W/8d'S S'-12' OC. <br />IF NEEDED. <br />2 X SOLID BLKYx • ARCH <br />SECURE W/2-12d EACH END <br />ATTACHIENT PER <br />MANIFACTURER'S SPECS. <br />MTL WOW FRAME <br />MOTE: NO GAP s WDW FRAME <br />TO EXCEED V4' <br />�1 ARCHWAY DETAIL <br />CUTAWAY <br />� SCALE: I/2'•I'-0' <br />2 X 4 (MIN 2 X 3) 1-3/16 TAPOON <br />OR DRIVE PM MIN SHANC SIZEJ45 <br />MINHEAD SIZE 300 <br />MM EMBEDMENT 11/4') <br />S' FROM EACH END AND 10' <br />EXISTING BLK ASV. <br />O.C. MAX MIN 1-1/4' EMBEDMENT <br />1/4' TEXTURED FINISH <br />2 X 6 (MIN 2 X 3) 2-3/I6 TAPCCN <br />1/8' TEXTURED FINISH <br />OR DR VE PIN MIN SHANK SIZE.145 <br />MM HEAD SIZE 300 <br />l/I6' OSB SHEATHING <br />MIN EMBEDMENT 1 1/4') <br />2 X 4 Ib' O.C. MAX. <br />S' FROM EACH END AND 10' <br />(WHEN OVER 16' IN HEIGHT.) <br />O.C. MAX. MIN -V4' EMREDMENf <br />2 X 4 (WHEN OVER I6' <br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON <br />16' IN HEIGHT.) <br />OR DRIVE PM (MIN SHANK SIZEJ45 <br />MIN HEAD SIZE 00 <br />MIN EMBEDMENT 1 1149 <br />2 X SOLID BLKYE s ARCH <br />SECURE W/2-I2d EACH END <br />B' FROM EACH END AND IS' <br />ATTACHMENT PER <br />O.C. MAX. MIN 1-114' EMBEDMENT <br />MANFACTURER'S SPEC'S. <br />MTL WDW FRAME <br />1/4- TEMPERED MASONITE <br />'NOTE: NO GAP • UDUU FRAME <br />GLUE . NAIL W/8d'S S'-12' 0LC <br />TO EXCEED 114' <br />F NEEDED. <br />ARCHWAY DETAIL <br />B CUTAWAY <br />SC4E: IRE'=1'-0' <br />ASPHALT SHINGLES OVER <br />W FELT ON 1/16' OSB. <br />PRE-ENG GABLE TRUSS <br />SPF STFFBACK <br />(BEE SEALD ENG. PACK FOR <br />SIZE . CONNECTION) <br />2x4 SPF BLOCKING BETWEEN TRUSSES <br />WIERE 'X' BRACING IS PRESENT <br />CONT, 2.4 SPF RAT RN ' <br />SECURED UU/ (2) 12d'4 s EACH <br />TRUSS <br />(2)2.4 4 S.YP. DIAGONAL SPACE W/ l3) <br />12d'e s EACH TRUSS (DIAGONAL <br />X-BRACING TO COVER B-TRUSSES <br />j' GYPSUM BOARD OR I' <br />HIGH STRENGTH CLG, <br />NOTE: BOARD <br />DIAGONAL BRACE s CENTER OF TRUSS SPAN OR HIGHEST RIDGE. <br />DIAGONAL BRACE TO BE s ANY SPAN V-0' OR GRATER REFER TO <br />TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. <br />0'-0' TO 30'-O' (1) X-BRACE <br />30'-I' TO 60'-0' (3) X•BRACE lU X-BRACE s CENTER AND (2) <br />BRACE DIVIDED EOUALY FROM CENTER TO END <br />GABLE X-BRACING <br />SCALE: IR'•I'•0' <br />2x RIDGE ONE SIZE LARGER <br />THAN RAFTER SIZE <br />MIN. (3) 12d NAILS OR <br />MIN. (4)10d GUN NAILS <br />Ixb COLLAR TIE AT EVERY OTHER <br />RAFTER W/ <br />MIN. (3) 12d NAILS OR <br />MIN. (4) 10d GUN NAILS <br />2. RAFTERS <br />Ix8 NAILER SECURE TO TRUSSES <br />BELOW W/ <br />(2) 12d NAILS OR <br />(3) led <br />GUN NAILS s EA. TRUSS' <br />RAFTER TO TRUSS NTS-12 <br />CRATE VOID FOR STRAP <br />ROOF DECKING OVER <br />PRE-ENG TRUSSES <br />FRE-ENG. TRUSS <br />ALTERNATE C&Nffi0IC)N <br />MSTA-24 RAFTER TO BLK'G <br />BETWEEN TRUSSES <br />FIBERGLASS SHINGLES OVER <br />-0 FELT ON 1/16' 08B. <br />�nZCONV. FRAMED ROOF <br />SCALE: IR'•I'-0' <br />0'-0' TO 30'-0' (1) X- BRACE <br />30'-I' TO 60'-0' (3)'X' BRACE <br />(I 'X' BRACE a CENTER) <br />(2 'X' BRACE DIVIDED ECIUALY FROM CENTER TO END) <br />(2) 2X4 •L SYP DIAGONAIL BRACE —/ <br />W/ 3-I2d s EA TRUSS ( DIAGONAIL BRACE <br />TO COVER 5-TRUSSES <br />2X4 BLOCKING UWrRE 'X' BRACING <br />IS PRESENT <br />(2) 10d NAILS EA END <br />TO TRUSS <br />SFF STFFBACK <br />(SEE SEALO ENG. PACK FOR <br />SIZE ! CONNECTION) <br />1/16' 08B BREATHING — <br />USE Sol NAILS AT <br />4' oz. EDGE 4 0' — FIELD <br />2X4 W/ 3/8' X 5 LAG s32. OC. <br />OR 91MPSCN META-24 s 32` O.C. <br />SHEATHING NAILING TO BE / <br />6'-e' OL. IN FIELD <br />4' OL.sALL EDGES W/8d NAILS <br />TRUSS 24' oz. <br />1/2' CLG. BOARD <br />NAIL CONT. RAT RUN TO <br />TRUSS W/ (2) I2d s EA. TRUSS <br />2X4 GYP RAT ADJACENT <br />TO DIAGONAL BRACE. <br />DBL TOP PLATE <br />2X4 STUD 16' O.C. MAX. <br />2-STORY GABLE END CROSS BRACING <br />SCALE: 1/2'•1'-0- <br />• 1115 UPLIFT <br />SIMPSOM HTSM20 <br />W/10 i0d TO TRIBS <br />AND (4) I/4' x 2 1/4' <br />TAPC04S TO CONT <br />POURED LINTEL <br />• 2350 UPLIFT M2 f2) SIMPSOM HTSO <br />INSTALLED ON OPPOSITE <br />FACES OF BLOCK WALL <br />WAO hod TO TRU9B <br />AND (4) 1/4' x 2 1/4' <br />TAPCONS TO CONT <br />-POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS <br />BOND BEAM <br />CONS <br />(�)TRUSS ANCHOR RETROFIT <br />NI.J. <br />12' Z <br />FINISH e LANDING L <br />3/4' PLYWOOD F.F. - <br />z � <br />- -- - <br />DBL 2X6 � <br />--- <br />36" 1"IIN. FINISH <br />I 3/4' PLYWOOD WITH <br />LANDING DETAIL 4 12-D COMMONS WINDER DETAIL <br />NAILED THRU 3/, <br />FINISH g LANDING PLYWOOD INTO <br />3/4' PLYWOOD FF. , EACH STRINGER <br />3-2X12 SYP STRINGER ' DBL 2XI2 <br />REINFORCED W/2X4 SPFOR JOIST <br />W/CONT. BEAD OF <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILAR a <br />EA HORIZONTAL RUN <br />SECURE TREADS TO STRINGER <br />WK3r18 3' SCREWS 0 EA <br />STRINGER, UNTHREADED SHANK <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />NOTE: <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014) <br />MIN. TREAD 10', MAX. RISER �-3/4. <br />3/16' MAX. VARIATION IN RISERS/TREADS <br />ADJACENT TO EACH OTHER <br />3/8' MAX. VARIATION IN ANY RISER/TREAD <br />HANDRAIL CIRCULAR GROSS SECTION DIA. <br />TO BE 1 3/4' --1/4'OR PROVIDE EQUIVALENT <br />GRASPAB I L I TY <br />WINDERS- MIN. ro' WIDE 6 NARROW END <br />MIN. 11' WIDTH ® 12' FROM NARROW END <br />34' MIN. HANDRAIL HGT. <br />2XI2 TREAD <br />CUT TO FIT <br />IX8�RISER <br />m° <br />z �HAND RAIL <br />°u0 1/2 DRYWALL <br />IXIO TRIM <br />I" NOSING TTP. <br />(3) 106 GUT NAILS <br />a 2X4 P.T. X <br />SLEEPER INTO m <br />SLAB <br />3 STAIR SECTION DETAILS <br />SCALE: 3/4' = I'-0- <br />a o e rr J r e e r a <br />r„ <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA k: 0003325 <br />w <br />ti <br />V <br />w <br />O <br />N� <br />2 <br />O <br />F <br />O <br />ti <br />0 <br />aUBDIV a IAT: <br />SILVERADO <br />LOT #23 <br />BLK #1 <br />PROJMT,p <br />04128.000-23001 <br />MODEI, <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EV B <br />ARCHITECT: <br />STATE OF FLORIDA <br />I <br />DP 11/3�16 <br />SCAB: 1 /4"=1'- 0" <br />8 <br />D of <br />